module.exports = {
  messages: {
    CN: {
      baseQueryParam: "设计参数计算",
      baseQueryParam1: "1.设计参数取值",
      processDesignCompute: "工艺设计计算",
      referenceInformation: "参考信息",
      referenceImage: "参考图片",
      quantities: "工程量计算",
      export: "导出",
      exportComputeBook: "导出计算书",
      exportQuantities: "导出工程量",
      backWork: "返回工作台",
      exportQuantitiesNotOpen: "工程量导出功能尚未开放！",
      exportComputeBookNotOpen: "计算书导出功能尚未开放！",
      exportSucc: '导出完成！',
      refresh: '刷新',
      refreshSucc: '后台数据刷新成功',
      b6: "项目",
      b6_1: "计算值",
      b6_2: "设计取值",
      b6_3: "单位",
      b6_4: "参考书籍或规范",
      b7: "一、基础资料",
      b8: "1.设计水量",
      b9: "设计水量",
      b9_u: "m",
      b10: "二、设计参数选取(由总工确定)",
      b10_u: "m",
      b11: "池体数量",
      b11_u: "座",
      b12: "1.混合池停留时间",
      b12_u: "min",
      b13: "2.絮凝区停留时间",
      b13_u: "min",
      b14: "3.清水区液面负荷",
      b14_u: "m/h",
      b15: "4.污泥回流比",
      b15_u: "%",
      b16: "三、工艺计算",
      b17: "1 进水渠计算",
      b18: "进水渠长",
      b19: "进水渠宽",
      b20: "进水渠水深",
      b21: "进水渠超高",
      b22: "进水渠总高",
      b23: "进水流速",
      b24:
        "2 单座池体计算（每座池体包括配水区，第一混合池，第二混合池，絮凝池和沉淀池）",
      b25: "单座池体处理水量",
      b26: "进水闸门尺寸-长",
      b27: "进水闸门尺寸-宽",
      b28: "进水闸门流速",
      b29: "出水闸门尺寸-长",
      b30: "出水闸门尺寸-宽",
      b31: "进水闸门流速",
      b33: "2.1 混合池计算",
      b34: "混合池个数",
      b35: "单个混合池停留时间",
      b36: "2.1.1 池体尺寸计算",
      b37: "池体有效容积",
      b38: "设计有效水深",
      b39: "超高",
      b40: "池总高",
      b41: "平面面积计算值",
      b42: "边长",
      b43: "深宽比",
      b44: "停留时间",
      b45: "2.1.2 混合池出水部分",
      b46: "出水部分长度",
      b47: "出水部分宽度",
      b48: "出水部分有效水深",
      b49: "2.1.3 连通管计算",
      b50: "进水管管径",
      b51: "进水管流速",
      b52: "局部阻力损失",
      b53: "起端",
      b54: "末端",
      b55: "三通",
      b56: "异径三通500/600",
      b57: "局部损失合计",
      b58: "沿程阻力损失",
      b59: "沿程损失",
      b59_1: "管径(DN)",
      b59_2: "管长(m)",
      b59_3: "流速（m/s） ",
      b59_4: "C",
      b59_5: "hi(m)",
      b60: "絮凝池进水管",
      b61: "絮凝池进水管(垂直部分）",
      b62: "沿程损失合计",
      b63: "总损失合计",
      b64: "2.2 絮凝池计算",
      b65: "2.2.1 计算基本参数",
      b66: "絮凝池停留时间",
      b67: "2.2.1 池体尺寸计算",
      b68: "池体有效容积",
      b69: "设计水深",
      b70: "超高",
      b71: "池总高",
      b72: "平面面积计算值",
      b73: "正方形边长",
      b74: "深宽比",
      b75: "停留时间",
      b76: "2.3 折流段计算",
      b77: "絮凝池宽",
      b78: "沉淀池宽",
      b79: "2.3.1 折流段进水口",
      b80: "进水口流速",
      b81: "进水口高",
      b82: "校核进水口流速",
      b83: "2.3.2 折流段上升段",
      b84: "上升段宽",
      b85: "上升流速校核",
      b86: "2.3.3 折流段出水口",
      b87: "出水口距液面高度",
      b88: "流速校核",
      b89: "折流区挡墙高度",
      b90: "2.4 沉淀池计算",
      b91: "2.4.1 计算基本参数",
      b92: "斜管区上升流速",
      b93: "清水区上升流速",
      b94: "沉淀池宽",
      b95: "校核沉淀池面积",
      b96: "校核沉淀池液面负荷",
      b97: "2.4.2 斜管性能计算",
      b98: "倾斜角度",
      b99: "内切圆直径",
      b100: "斜管长度",
      b101: "斜管区域面积",
      b102: "斜管区宽度",
      b103: "斜管区有效长度",
      b104: "斜管区域面积校核",
      b105: "斜管区总长度",
      b106: "斜管实际上升流速",
      b107: "2.4.3 集水槽计算",
      b108: "集水槽数量",
      b109: "集水槽长度",
      b110: "集水槽宽度",
      b111: "集水槽高度",
      b112: "单个水槽流量",
      b113: "水槽内起点水深",
      b114: "水槽内流速",
      b115: "水槽内终点水深",
      b116: "矩形堰计算",
      b117: "出水凹口高",
      b118: "出水凹口宽",
      b119: "凹口数量",
      b120: "单个凹口流量",
      b121: "凹口超高",
      b122: "三角堰（90°集水）计算",
      b123: "三角口底距槽水面距离",
      b124: "作用水头",
      b125: "单个槽面的进水流量",
      b126: "每个三角堰出水流量",
      b127: "单面所需三角堰个数",
      b128: "校核所用水头",
      b129: "三角堰高度",
      b130: "三角堰长度",
      b131: "单侧每米数量",
      b132: "每个水槽总凹口数量",
      b133: "三角堰中心间距",
      b134: "三角堰流量校核",
      b135: "跌水高度",
      b136: "总过水损失",
      b137: "2.4.4 主收集渠尺寸",
      b138: "刮泥机轴套直径",
      b139: "主收集渠净宽度",
      b140: "主收集渠+壁厚总宽",
      b141: "单元水量",
      b142: "跌水高度",
      b143: "有效水深",
      b144: "校核流速",
      b145: "2.4.5 污泥区尺寸",
      b146: "污泥区容积",
      b147: "污泥斗上部直径",
      b148: "污泥斗下部直径",
      b149: "污泥斗倾角",
      b150: "污泥斗垂直高度",
      b151: "污泥斗容积",
      b152: "刮泥区坡度",
      b153: "刮泥区深度",
      b154: "坡向区容积",
      b155: "直段污泥高度",
      b156: "2.4.6 池体总高度",
      b157: "集水槽高度",
      b158: "斜管上部至水槽底水深",
      b159: "斜管区高度",
      b160: "斜管底距入水端挡梁底距离",
      b161: "斜管下部清水区高度",
      b162: "清水区与污泥层之间缓冲高度",
      b163: "回流污泥层高",
      b164: "排放污泥层高",
      b165: "刮泥区深度",
      b166: "污泥斗垂直高度",
      b167: "有效水深",
      b168: "超高（液面至池顶）",
      b169: "刮泥机功率",
      b170: "2.5 出水总渠计算",
      b171: "出水渠长",
      b172: "出水渠宽",
      b173: "出水渠水深",
      b174: "出水渠超高",
      b175: "出水渠总高",
      b176: "出水渠流速",
      b177: "3 化学品投加量计算",
      b178: "3.1 混凝剂(PAC)",
      b179: "设计投加量",
      b180: "药剂消耗量",
      b181: "每天消耗工业产品量",
      b182: "投加药液浓度",
      b183: "溶液密度",
      b184: "每天的药液用量",
      b185: "耗水量",
      b186: "每小时的药液流量",
      b187: "加药泵流量选取",
      b188: "单台加药泵流量",
      b189: "3.2 絮凝剂（PAM）",
      b190: "设计投加量",
      b191: "药剂消耗量(100%)",
      b192: "每天药剂消耗量（100%）",
      b193: "配置溶液溶度",
      b194: "溶液浓度",
      b195: "溶液密度",
      b196: "每天的药液用量",
      b197: "耗水量",
      b198: "投加泵流量",
      b199: "稀释后的流量",
      b200: "加药泵流量选取",
      b201: "单台加药泵流量",
      b202: "3.3 石灰",
      b203: "3.3.1 水质分析",
      b204: "原水中钙硬度",
      b205: "原水中镁硬度",
      b206: "原水碳酸盐硬度",
      b207: "原水非碳酸盐硬度",
      b208: "原水总碱度",
      b209: "石灰药量计算公式",
      b209_1: "Hca≥Hz时，CaO=28(Hz+CO2+Fe+K+α)",
      b210: "Hca＜Hz时，CaO=28(2Hz-Hca+CO2+Fe+K+α)",
      b211: "CaO=28/ε(CO2+Ao+HMg+α)",
      b212: "碳酸钠药量计算公式",
      b212_1: "Na2CO3=53(Hy+β)/ε2",
      b213: "3.3.2 加药量计算",
      b214: "原水中游离CO2含量",
      b215: "原水中含铁量",
      b216: "混凝剂(铁)投加量",
      b217: "石灰过剩量",
      b218: "生石灰投加量",
      b219: "熟石灰纯度",
      b220: "有效利用率",
      b221: "市售熟石灰投加量",
      b222: "药剂消耗量(100%)",
      b223: "每天消耗工业产品量",
      b224: "投加浓度",
      b225: "溶液密度",
      b226: "每天的药液用量",
      b227: "耗水量",
      b228: "每小时的药液流量",
      b229: "加药泵流量选取",
      b230: "单台加药泵流量",
      b231: "7.4 碳酸钠",
      b232: "碳酸钠过剩量",
      b233: "碳酸钠纯度",
      b234: "市售碳酸钠投加量",
      b235: "药剂消耗量(100%)",
      b236: "每天消耗工业产品量",
      b237: "投加浓度",
      b238: "溶液密度",
      b239: "每天的药液用量",
      b240: "耗水量",
      b241: "每小时的药液流量",
      b242: "加药泵流量选取",
      b244: "3.4 浓硫酸",
      b245: "设计投加量",
      b246: "药剂消耗量(100%)",
      b247: "工业产品纯度",
      b248: "每天药剂消耗量（100%）",
      b249: "每天消耗工业产品量",
      b250: "溶液密度",
      b251: "每天的药液用量",
      b252: "投加泵流量",
      b253: "加药泵流量选取",
      b254: "4 污泥回流及排放量计算",
      b255: "4.1 污泥回流",
      b256: "污泥回流比",
      b257: "单池污泥回流量",
      b258: "4.2 污泥排放",
      b259: "4.2.1 浊度产生绝干污泥量",
      b260: "进水悬浮物含量",
      b261: "出水悬浮物含量",
      b262: "NTU与SS（mg/L）的换算系数K1",
      b263: "浊度产生绝干污泥量",
      b264: "4.2.3 混凝剂产生的泥量",
      b265: "药剂转化为干泥量系数K2",
      b266: "干污泥的量",
      b267: "4.2.4 PAM产生的泥量",
      b268: "干污泥的量",
      b269: "4.2.5 石灰产生的泥量",
      b270: "参与反应的",
      b271: "未参与反应的",
      b272: "干污泥的量",
      b273: "4.2.6 碳酸钠产生的泥量",
      b274: "干污泥的量",
      b275: "4.2.7 污泥量计算",
      b276: "绝干污泥总量",
      b277: "绝干污泥总量",
      b278: "污泥浓度",
      b279: "污泥含水率",
      b280: "总湿污泥量",
      b281: "单池污泥排放量",
      b282: "排泥泵流量",
      b283: "排泥泵每小时运行时间",
      b284: "四、设备选型计算",
      b285: "1 混合池搅拌机",
      b286: "1.1 所需功率计算",
      b287: "最小水力梯度",
      b288: "水温",
      b289: "水的粘度",
      b290: "混合功率",
      b291: "搅拌机总机械效率",
      b292: "搅拌机传动效率",
      b293: "旋转轴所需电机功率",
      b294: "混合池当量直径",
      b295: "深宽比",
      b296: "层数",
      b297: "搅拌器直径",
      b298: "搅拌器外缘线速度",
      b299: "转速",
      b300: "搅拌器距混合池底高度",
      b301: "2 絮凝池搅拌机",
      b302: "2.1 所需功率计算",
      b303: "搅拌机释放功率",
      b304: "最大释放功率",
      b305: "搅拌机外沿线速度（最小）",
      b306: "搅拌机外沿线速度（最大）",
      b307: "搅拌机叶轮直径",
      b308: "最小转速",
      b309: "最大转速",
      b310: "提升最大流量",
      b311: "搅拌机液下轴长",
      b312: "3 导流筒计算",
      b313: "3.1 导流筒尺寸计算",
      b314: "循环流量",
      b315: "导流筒内径",
      b316: "校核导流筒内流速",
      b317: "喇叭口的角度",
      b318: "喇叭口的直径",
      b319: "导流筒下部喇叭口的高度",
      b320: "导流筒距水面的高度",
      b321: "导流筒距池底的高度",
      b322: "导流筒长度",
      b323: "3.2 投加环",
      b324: "3.2.1 PAM投加环",
      b325: "投加环流速",
      b326: "投加环管径",
      b327: "环内流量",
      b328: "小孔流速",
      b329: "小孔孔径",
      b330: "小孔个数",
      b331: "流速校核",
      b332: "投加环直径",
      b333: "4 污泥回流泵",
      b334: "4.1 基础资料",
      b335: "单池工作台数",
      b336: "单池备用台数",
      b337: "单池总台数",
      b338: "单池单台泵流量",
      b339: "4.2 扬程计算",
      b340: "4.2.1 沿程损失",
      b340_1: "沿程损失",
      b341: "项目",
      b341_1: "流量(m³/s)",
      b341_2: "计算管径(DN)",
      b341_3: "计算流速(m/s)",
      b341_4: "管长(m)",
      b341_5: "CH",
      b342: "吸泥管路",
      b343: "出泥管路",
      b344: "总损失",
      b345: "4.2.2 局部损失",
      b346: "项目",
      b346_1: "流量(m³/s)",
      b346_2: "计算管径(DN)",
      b346_3: "计算流速(m/s)",
      b346_4: "n（数量）",
      b346_5: "ζ（局部阻力系数）",
      b347: "吸泥管路",
      b348: "伸入沉淀池吸泥口",
      b349: "90度弯头",
      b350: "160度弯管",
      b351: "三通",
      b352: "三通",
      b353: "闸阀",
      b354: "柔性接头",
      b355: "泵进口异径管",
      b356: "泵入口",
      b357: "出泥管路",
      b358: "泵出口",
      b359: "泵出口异径管",
      b360: "柔性接头",
      b361: "旋起式止回阀",
      b362: "闸阀",
      b363: " ",
      b364: "三通",
      b365: "90度弯头",
      b366: "伸入混合池泥回流泥口",
      b367: "局部损失合计",
      b368: "4.2.3 总水头损失",
      b369: "4.2.4 提升高度计算",
      b369_0: " ",
      b369_1: " ",
      b369_2: " ",
      b369_3: "混合池进管位置",
      b369_4: "沉淀池液位",
      b369_5: " ",
      b371: "4.2.5 安全水头",
      b372: "4.2.6 泵扬程计算",
      b374: "4.2.7 厂家功率值",
      b375: "5 污泥排放泵",
      b376: "5.1 基础资料",
      b377: "单池工作台数",
      b378: "单池备用台数",
      b379: "单池单台泵流量",
      b380: "5.2 扬程计算",
      b381_0: "沿程损失",
      b381: "5.2.1 沿程损失",
      b382: "项目",
      b382_1: "流量(m³/s)",
      b382_2: "计算管径(DN)",
      b382_3: "计算流速(m/s)",
      b382_4: "管长(m)",
      b382_5: "CH",
      b383: "吸泥管路",
      b384: "出泥管路",
      b385: "总损失",
      b386: "5.2.2 局部损失",
      b387: "项目",
      b387_1: "流量(m³/s)",
      b387_2: "计算管径(DN)",
      b387_3: "计算流速(m/s)",
      b387_4: "n（数量）",
      b387_5: "ζ（局部阻力系数）",
      b388: "吸泥管路",
      b389: "伸入沉淀池吸泥口",
      b390: "90度弯头",
      b391: "160度弯管",
      b392: "三通",
      b393: "闸阀",
      b394: "柔性接头",
      b395: "泵进口异径管",
      b396: "泵入口",
      b397: "出泥管路",
      b398: "泵出口",
      b399: "泵出口异径管",
      b400: "柔性接头",
      b401: "旋起式止回阀",
      b402: "闸阀",
      b403: "三通",
      b404: "90度弯头",
      b405: "局部损失合计",
      b406: "5.2.3 总水头损失",
      b407: "5.2.4 提升高度计算",
      b407_0: "提升高度计算",
      b407_1: " ",
      b407_2: "沉淀池液位",
      b407_3: "污泥贮池液位",
      b407_4: "泵轴位置",
      b407_5: " ",
      b409: "5.2.5 安全水头",
      b410: "5.2.6 泵扬程计算",
      b412: "5.2.7 厂家功率值",
      b18_u: "m",
      b19_u: "m",
      b20_u: "m",
      b21_u: "m",
      b22_u: "m",
      b23_u: "m/s",
      b25_u: "m³/h",
      b26_u: "m",
      b27_u: "m",
      b28_u: "m/s",
      b29_u: "m",
      b30_u: "m",
      b31_u: "m/s",
      b34_u: "个",
      b35_u: "min",
      b37_u: "m3",
      b38_u: "m",
      b39_u: "m",
      b40_u: "m",
      b41_u: "m²",
      b42_u: "m",
      b43_u: " ",
      b44_u: "min",
      b46_u: "m",
      b47_u: "m",
      b48_u: "m",
      b50_u: "mm",
      b51_u: "m/s",
      b52_u: "hj",
      b53_u: "0.009 ",
      b54_u: "0.026 ",
      b55_u: "0.053 ",
      b56_u: "0.056 ",
      b57_u: "0.144 ",
      b58_u: " ",
      b59_u: "C",
      b60_u: "100.00 ",
      b61_u: "100.00 ",
      b62_u: " ",
      b63_u: "m",
      b66_u: "min",
      b68_u: "m³",
      b69_u: "m",
      b70_u: "m",
      b71_u: "m",
      b72_u: "m²",
      b73_u: "m",
      b74_u: " ",
      b75_u: "min",
      b77_u: "m",
      b78_u: "m",
      b80_u: "m/s",
      b81_u: "m",
      b82_u: "m/s",
      b84_u: "m",
      b85_u: "m/s",
      b87_u: "m",
      b88_u: "m/s",
      b89_u: " ",
      b92_u: "m/h",
      b93_u: "m/h",
      b94_u: "m",
      b95_u: "m²",
      b96_u: "m/h",
      b98_u: "°",
      b99_u: "mm",
      b100_u: "mm",
      b101_u: "m²",
      b102_u: "m",
      b103_u: "m",
      b104_u: " ",
      b105_u: "m",
      b106_u: "m/h",
      b108_u: "个",
      b109_u: "m",
      b110_u: "m",
      b111_u: "m",
      b112_u: "m³/h",
      b113_u: "m",
      b114_u: "m/s",
      b115_u: "m",
      b117_u: "m",
      b118_u: "m",
      b119_u: "个",
      b120_u: "m³/h",
      b121_u: "m",
      b123_u: "m",
      b124_u: "m",
      b125_u: "m³/s",
      b126_u: "m³/s",
      b127_u: "个",
      b128_u: "m",
      b129_u: "m",
      b130_u: "m",
      b131_u: "个/m",
      b132_u: "个",
      b133_u: "m",
      b134_u: "m³/h",
      b135_u: "m",
      b136_u: "m",
      b138_u: "mm",
      b139_u: "m",
      b140_u: "m",
      b141_u: "m³/s",
      b142_u: "m",
      b143_u: "m",
      b144_u: "m/s",
      b146_u: "m³",
      b147_u: "m",
      b148_u: "m",
      b149_u: "°",
      b150_u: "m",
      b151_u: "m³",
      b152_u: " ",
      b153_u: "m",
      b154_u: "m³",
      b155_u: "m",
      b156_u: "m",
      b157_u: "m",
      b158_u: "m",
      b159_u: "m",
      b160_u: "m",
      b161_u: "m",
      b162_u: "m",
      b163_u: "m",
      b164_u: "m",
      b165_u: "m",
      b166_u: "m",
      b167_u: "m",
      b168_u: "m",
      b169_u: "kW",
      b171_u: "m",
      b172_u: "m",
      b173_u: "m",
      b174_u: "m",
      b175_u: "m",
      b176_u: "m/s",
      b179_u: "mg/L",
      b180_u: "kg/h",
      b181_u: "kg/d",
      b182_u: " ",
      b183_u: "kg/m³",
      b184_u: "kg/d",
      b185_u: "m3/h",
      b186_u: "L/h",
      b187_u: "L/h",
      b188_u: "L/h",
      b190_u: "mg/L",
      b191_u: "kg/h",
      b192_u: "kg/d",
      b193_u: "%",
      b194_u: "%",
      b195_u: "kg/m³",
      b196_u: "kg/d",
      b197_u: "m3/h",
      b198_u: "L/h",
      b199_u: "m3/h",
      b200_u: "L/h",
      b201_u: "L/h",
      b204_u: "mmol/L",
      b205_u: "mmol/L",
      b206_u: "mmol/L",
      b207_u: "mmol/L",
      b208_u: "mmol/L",
      b209_u: " ",
      b210_u: " ",
      b211_u: " ",
      b212_u: " ",
      b214_u: "mmol/L",
      b215_u: "mmol/L",
      b216_u: "mmol/L",
      b217_u: "mmol/L",
      b218_u: "mg/L",
      b219_u: "%",
      b220_u: "%",
      b221_u: "mg/L",
      b222_u: "kg/h",
      b223_u: "kg/d",
      b224_u: "%",
      b225_u: "kg/m³",
      b226_u: "kg/d",
      b227_u: "m3/h",
      b228_u: "L/h",
      b229_u: "m3/h",
      b230_u: "m3/h",
      b232_u: "mmol/L",
      b233_u: "%",
      b234_u: "mg/L",
      b235_u: "kg/h",
      b236_u: "kg/d",
      b237_u: "%",
      b238_u: "kg/m³",
      b239_u: "kg/d",
      b240_u: "m3/h",
      b241_u: "L/h",
      b242_u: "m3/h",
      b245_u: "mg/L",
      b246_u: "kg/h",
      b247_u: "%",
      b248_u: "kg/d",
      b249_u: "kg/d",
      b250_u: "kg/m³",
      b251_u: "m³/d",
      b252_u: "L/h",
      b253_u: "L/h",
      b256_u: "%",
      b257_u: "m³/h",
      b260_u: "mg/L",
      b261_u: "mg/L",
      b262_u: " ",
      b263_u: "kg/h",
      b264_u: "mg/l",
      b265_u: " ",
      b266_u: "kg/h",
      b267_u: "mg/l",
      b268_u: "kg/h",
      b269_u: "mg/l",
      b270_u: "kg/h",
      b271_u: "kg/h",
      b272_u: "kg/h",
      b273_u: "mg/l",
      b274_u: "kg/h",
      b276_u: "kg/h",
      b277_u: "kg/d",
      b278_u: "g/L",
      b279_u: "%",
      b280_u: "m³/h",
      b281_u: "m³/d",
      b282_u: "m³/h",
      b283_u: "min",
      b287_u: "s-1",
      b288_u: "℃",
      b289_u: "Pa`s",
      b290_u: "kW",
      b291_u: " ",
      b292_u: " ",
      b293_u: "kW",
      b294_u: "m",
      b295_u: " ",
      b296_u: " ",
      b297_u: "m",
      b298_u: "m/s",
      b299_u: "r/min",
      b300_u: "m",
      b303_u: "W",
      b304_u: "kW",
      b305_u: "m/s",
      b306_u: "m/s",
      b307_u: "m",
      b308_u: "r/min",
      b309_u: "r/min",
      b310_u: "m³/h",
      b311_u: "m",
      b314_u: "m³/s",
      b315_u: "m",
      b316_u: "m/s",
      b317_u: "°",
      b318_u: "m",
      b319_u: "m",
      b320_u: "m",
      b321_u: "m",
      b322_u: "m",
      b325_u: "m/s",
      b326_u: "mm",
      b327_u: "m³/h",
      b328_u: "m/s",
      b329_u: "mm",
      b330_u: "个",
      b331_u: " ",
      b332_u: "m",
      b335_u: "台",
      b336_u: "台",
      b337_u: "台",
      b338_u: "m³/h",
      b340_u: " ",
      b341_u: "管长(m)",
      b342_u: "15 ",
      b343_u: "20 ",
      b344_u: " ",
      b346_u: "n（数量）",
      b347_u: " ",
      b348_u: "1",
      b349_u: "5",
      b350_u: "1",
      b351_u: "1",
      b352_u: "1",
      b353_u: "2",
      b354_u: "1",
      b355_u: "1",
      b356_u: "1",
      b357_u: " ",
      b358_u: "1",
      b359_u: "1",
      b360_u: "1",
      b361_u: "1",
      b362_u: "1",
      b363_u: " ",
      b364_u: "1",
      b365_u: "5",
      b366_u: "1",
      b367_u: " ",
      b368_u: " ",
      b369_u: "沉淀池液位",
      b370_u: "5.00 ",
      b371_u: " ",
      b372_u: " ",
      b373_u: " ",
      b374_u: " ",
      b375_u: " ",
      b376_u: " ",
      b377_u: "台",
      b378_u: "台",
      b379_u: "m³/h",
      b381_u: " ",
      b382_u: "管长(m)",
      b383_u: "15.00 ",
      b384_u: "30.00 ",
      b385_u: " ",
      b387_u: "n（数量）",
      b388_u: " ",
      b389_u: "1 ",
      b390_u: "5 ",
      b391_u: "1 ",
      b392_u: "1 ",
      b393_u: "2 ",
      b394_u: "1 ",
      b395_u: "1 ",
      b396_u: "1 ",
      b397_u: " ",
      b398_u: "1 ",
      b399_u: "1 ",
      b400_u: "1 ",
      b401_u: "1 ",
      b402_u: "1 ",
      b403_u: "1 ",
      b404_u: "5 ",
      b405_u: " ",
      b406_u: " ",
      b407_u: "泵轴位置",
      b408_u: " ",
      b409_u: " ",
      b410_u: " ",
      b411_u: " ",
      b412_u: " ",
      b415_u: "单位",
      b416_u: "座",
      b417_u: "座",
      b418_u: "座",
      b420_u: "单位",
      b421_u: "套",
      b422_u: "m²",
      b423_u: "套",
      b424_u: "个",
      b425_u: "套",
      b426_u: "套",
      b427_u: "个",
      b428_u: "套",
      b429_u: "套",
      b430_u: "台",
      b431_u: "台",
      b432_u: "台",
      b433_u: "台",
      b434_u: "台",
      b436_u: "单位",
      b437_u: "台",
      b438_u: "个",
      b439_u: "台",
      b440_u: "台",
      b441_u: "台",
      b442_u: "台",
      b443_u: "台",
      b444_u: "台",
      b6_s: "符号或计算公式",
      b7_s: " ",
      b8_s: " ",
      b9_s: " ",
      b10_s: " ",
      b11_s: "n=",
      b12_s: "T1=",
      b13_s: "T2=",
      b14_s: "VS=",
      b15_s: " ",
      b16_s: " ",
      b17_s: " ",
      b18_s: "L=",
      b19_s: "B=",
      b20_s: "h=",
      b21_s: "h`=",
      b22_s: "H=",
      b23_s: " ",
      b24_s: " ",
      b25_s: " ",
      b26_s: "长",
      b27_s: "宽",
      b28_s: " ",
      b29_s: "长",
      b30_s: "宽",
      b31_s: " ",
      b32_s: " ",
      b33_s: " ",
      b34_s: "n=",
      b35_s: "T1=",
      b36_s: " ",
      b37_s: "V1=",
      b38_s: "h1=",
      b39_s: "h1`=",
      b40_s: "H1=h1+h1`=",
      b41_s: "S’1=",
      b42_s: "L=",
      b43_s: " ",
      b44_s: " ",
      b45_s: " ",
      b46_s: "L=",
      b47_s: "B=",
      b48_s: "h=",
      b49_s: " ",
      b50_s: "DA=",
      b51_s: "v2=",
      b52_s: "ζ",
      b53_s: "0.26",
      b54_s: "0.75",
      b55_s: "1.5",
      b56_s: "1.61",
      b57_s: " ",
      b58_s: " ",
      b59_s: "管径(DN)",
      b60_s: "800",
      b61_s: "900",
      b62_s: " ",
      b63_s: "H1=",
      b64_s: " ",
      b65_s: " ",
      b66_s: "T2=",
      b67_s: " ",
      b68_s: "V2=",
      b69_s: "HE=",
      b70_s: "h2`=",
      b71_s: "HT=HE+h2`=",
      b72_s: "SR2=",
      b73_s: "LR2=",
      b74_s: " ",
      b75_s: "T2=",
      b76_s: " ",
      b77_s: "LR2=",
      b78_s: "b=",
      b79_s: " ",
      b80_s: " ",
      b81_s: "h=",
      b82_s: " ",
      b83_s: " ",
      b84_s: "B=",
      b85_s: " ",
      b86_s: " ",
      b87_s: "h=",
      b88_s: "v`=",
      b89_s: "HD=",
      b90_s: " ",
      b91_s: " ",
      b92_s: "v=",
      b93_s: "VS=",
      b94_s: "b=",
      b95_s: "s=",
      b96_s: "v0=",
      b97_s: " ",
      b98_s: "θ=",
      b99_s: "D=",
      b100_s: "L=",
      b101_s: "SL=",
      b102_s: "LL=",
      b103_s: "LM=SL/LL",
      b104_s: "SL=",
      b105_s: "L0=LM+Lcosθ",
      b106_s: "v=",
      b107_s: " ",
      b108_s: "N=2L0/1.5=",
      b109_s: "L=",
      b110_s: "B=",
      b111_s: "H=",
      b112_s: "Qu=",
      b113_s: "HGE=30.5*(1/g)^1/3*(Qu/B)^2/3",
      b114_s: "v=",
      b115_s: "H=Qu/vB= ",
      b116_s: " ",
      b117_s: "Hc",
      b118_s: "Lc",
      b119_s: "n=L*8(两侧总数)",
      b120_s: "qc=Qu/n",
      b121_s: " ",
      b122_s: " ",
      b123_s: "HGE=HG-HC-H",
      b124_s: " ",
      b125_s: " ",
      b126_s: "q90=1.401*H2.5",
      b127_s: "N=",
      b128_s: " ",
      b129_s: "HC=",
      b130_s: "LC=",
      b131_s: "N=",
      b132_s: "Nt=L*N=",
      b133_s: "a=",
      b134_s: "qc=Qu/Nt=",
      b135_s: " ",
      b136_s: " ",
      b137_s: "渠底与斜管底等高",
      b138_s: "DF=",
      b139_s: "G=",
      b140_s: "B=",
      b141_s: "Qc",
      b142_s: "h=",
      b143_s: "H=",
      b144_s: "v=",
      b145_s: " ",
      b146_s: "V0=QT=",
      b147_s: "D=",
      b148_s: "D‘＝",
      b149_s: "θ=",
      b150_s: "H10=1/2*(D-D`)tan θ=",
      b151_s: " ",
      b152_s: "i=",
      b153_s: "H9=(a`2-D)/2*i=",
      b154_s: " ",
      b155_s: "H8=(V0-V-V`)/a`22=",
      b156_s: "HT=Σ（H1~H8）+HC=",
      b157_s: "H1=",
      b158_s: "H2=",
      b159_s: "H3=",
      b160_s: "H4=",
      b161_s: "H5=",
      b162_s: "H6=",
      b163_s: "H7=",
      b164_s: "H8=",
      b165_s: "H9=",
      b166_s: "H10=",
      b167_s: "HE=",
      b168_s: "HC=",
      b169_s: "刮泥机功率",
      b170_s: " ",
      b171_s: "L=",
      b172_s: "B=",
      b173_s: "h=",
      b174_s: "h`=",
      b175_s: "H=",
      b176_s: " ",
      b177_s: " ",
      b178_s: " ",
      b179_s: "a=",
      b180_s: "w=Q`a",
      b181_s: "w工=",
      b182_s: "c=",
      b183_s: "ρ=",
      b184_s: "q1=w/ρ=",
      b185_s: "q水=",
      b186_s: "q0=w/ρ=",
      b187_s: "1.3倍投加系数",
      b188_s: " ",
      b189_s: " ",
      b190_s: "a=",
      b191_s: "w=Q`a",
      b192_s: "w天=",
      b193_s: " ",
      b194_s: "c=",
      b195_s: "ρ=",
      b196_s: "q1=w/ρ=",
      b197_s: "q水=",
      b198_s: "q0=w/cρ=",
      b199_s: "q稀=",
      b200_s: "1.3倍投加系数",
      b201_s: " ",
      b202_s: " ",
      b203_s: " ",
      b204_s: "Hca=",
      b205_s: "HMg=",
      b206_s: "Hz=",
      b207_s: "Hy=",
      b208_s: "Ao=",
      b209_s: "Hca≥Hz时，CaO=28(Hz+CO2+Fe+K+α)",
      b210_s: "Hca＜Hz时，CaO=28(2Hz-Hca+CO2+Fe+K+α)",
      b211_s: "CaO=28/ε(CO2+Ao+HMg+α)",
      b212_s: "Na2CO3=53(Hy+β)/ε2",
      b213_s: " ",
      b214_s: "CO2=",
      b215_s: "Fe=",
      b216_s: "K=",
      b217_s: "α=",
      b218_s: "CaO=",
      b219_s: "ε1=",
      b220_s: "γ=",
      b221_s: "Ca(OH)2=74CaO/56/ε1/γ=",
      b222_s: "w=Q`a",
      b223_s: "w天=",
      b224_s: "c=",
      b225_s: "ρ=",
      b226_s: "q1=w/ρ=",
      b227_s: "q水=",
      b228_s: "q0=w/ρ=",
      b229_s: "1.2倍投加系数",
      b230_s: " ",
      b231_s: " ",
      b232_s: "β=",
      b233_s: "ε2=",
      b234_s: "Na2CO3=",
      b235_s: "w=Q`a",
      b236_s: "w天=",
      b237_s: "c=",
      b238_s: "ρ=",
      b239_s: "q1=w/ρ=",
      b240_s: "q水=",
      b241_s: "q0=w/ρ=",
      b242_s: "1.2倍投加系数",
      b243_s: " ",
      b244_s: " ",
      b245_s: "a=",
      b246_s: "w=Q`a",
      b247_s: "ρ工=",
      b248_s: "w天=",
      b249_s: "w工=",
      b250_s: "ρ=",
      b251_s: "q1=w/ρ=",
      b252_s: "q0=w/cρ=",
      b253_s: "1.2倍投加系数",
      b254_s: " ",
      b255_s: " ",
      b256_s: "R=",
      b257_s: "Qr=RQ=",
      b258_s: " ",
      b259_s: " ",
      b260_s: "SS1=",
      b261_s: "SS2=",
      b262_s: " ",
      b263_s: "W1=Q(SS1-SS2)=",
      b264_s: " ",
      b265_s: " ",
      b266_s: "W2=",
      b267_s: " ",
      b268_s: "W3=",
      b269_s: " ",
      b270_s: " ",
      b271_s: " ",
      b272_s: "W4=",
      b273_s: " ",
      b274_s: "W5=",
      b275_s: " ",
      b276_s: "W=W1+W2+W3+W4+W5",
      b277_s: " ",
      b278_s: "  ",
      b279_s: " ",
      b280_s: "q=",
      b281_s: "q`=",
      b282_s: "q`=",
      b283_s: "t`=",
      b284_s: " ",
      b285_s: " ",
      b286_s: " ",
      b287_s: "G=",
      b288_s: "T= ",
      b289_s: "u=",
      b290_s: "P=u*G2*V/1000=",
      b291_s: "η1=",
      b292_s: "η2 =",
      b293_s: "N=P/η1/η2",
      b294_s: "D混=(4*L*L/3.14)^0.5",
      b295_s: "H/B=",
      b296_s: "e=",
      b297_s: "d=(1/3～2/3)D",
      b298_s: "v1=",
      b299_s: "n=60v/(πd)",
      b300_s: "H=(0.5~1.0)d",
      b301_s: " ",
      b302_s: " ",
      b303_s: "PU=",
      b304_s: "Pa=PU*QA",
      b305_s: "UPH=",
      b306_s: "UPH=",
      b307_s: "DH=",
      b308_s: "n=60v/(πDH)",
      b309_s: "n=60v/(πDH)",
      b310_s: "QH=",
      b311_s: "h=1.1DH",
      b312_s: " ",
      b313_s: " ",
      b314_s: "Q=10q=",
      b315_s: "DG=1.03DH<0.5LR1",
      b316_s: "υh=",
      b317_s: "θ=",
      b318_s: "DGO=1.4DG",
      b319_s: "HL=",
      b320_s: "H1=",
      b321_s: "H2=",
      b322_s: "HG=",
      b323_s: " ",
      b324_s: " ",
      b325_s: "v环=",
      b326_s: "d环=",
      b327_s: "q环=",
      b328_s: "v孔=",
      b329_s: "d孔=",
      b330_s: "n=",
      b331_s: "v孔=",
      b332_s: "DTO=",
      b333_s: " ",
      b334_s: " ",
      b335_s: " ",
      b336_s: " ",
      b337_s: " ",
      b338_s: " ",
      b339_s: " ",
      b340_s: "hi=Khf, hf=6.82*L*v^1.85/D^1.17/Ch^1.85",
      b341_s: "流量(m³/s)",
      b342_s: "0.014 ",
      b343_s: "0.014 ",
      b344_s: " ",
      b345_s: " ",
      b346_s: "流量(m³/s)",
      b347_s: " ",
      b348_s: "0.014 ",
      b349_s: "0.014 ",
      b350_s: "0.014 ",
      b351_s: "0.014 ",
      b352_s: "0.014 ",
      b353_s: "0.014 ",
      b354_s: "0.014 ",
      b355_s: "0.014 ",
      b356_s: "0.014 ",
      b357_s: " ",
      b358_s: "0.014 ",
      b359_s: "0.014 ",
      b360_s: "0.014 ",
      b361_s: "0.014 ",
      b362_s: "0.014 ",
      b363_s: " ",
      b364_s: "0.014 ",
      b365_s: "0.014 ",
      b366_s: "0.014 ",
      b367_s: "hj=Kh",
      b368_s: " ",
      b369_s: " ",
      b370_s: " ",
      b371_s: " ",
      b372_s: " ",
      b373_s: " ",
      b374_s: " ",
      b375_s: " ",
      b376_s: " ",
      b377_s: " ",
      b378_s: " ",
      b379_s: " ",
      b380_s: " ",
      b381_s: "hi=Khf,hf=6.82*L*v^1.85/D^1.17/Ch^1.85",
      b382_s: "流量(m³/s)",
      b383_s: "0.014 ",
      b384_s: "0.014 ",
      b385_s: " ",
      b386_s: " ",
      b387_s: "流量(m³/s)",
      b388_s: " ",
      b389_s: "0.014 ",
      b390_s: "0.014 ",
      b391_s: "0.014 ",
      b392_s: "0.014 ",
      b393_s: "0.014 ",
      b394_s: "0.014 ",
      b395_s: "0.014 ",
      b396_s: "0.014 ",
      b397_s: " ",
      b398_s: "0.014 ",
      b399_s: "0.014 ",
      b400_s: "0.014 ",
      b401_s: "0.014 ",
      b402_s: "0.014 ",
      b403_s: "0.014 ",
      b404_s: "0.014 ",
      b405_s: "hj=Kh",
      b406_s: " ",
      b407_s: " ",
      b408_s: " ",
      b409_s: " ",
      b410_s: " ",
      b411_s: " ",
      b412_s: " ",
      b413_s: " ",
      b414_s: " ",
      b415_s: "名称",
      b416_s: "混合池",
      b417_s: "絮凝区",
      b418_s: "沉淀区",
      b419_s: " ",
      b420_s: "设备工艺名称",
      b421_s: "刮泥机",
      b422_s: "斜管填料",
      b423_s: "高密池集水槽",
      b424_s: "进水堰板",
      b425_s: "进水闸门",
      b426_s: "出水闸门",
      b427_s: "导流筒",
      b428_s: "PAM投加环",
      b429_s: "Na2CO3投加环",
      b430_s: "混合池搅拌机",
      b431_s: "絮凝池搅拌机",
      b432_s: "污泥排放泵",
      b433_s: "污泥回流泵",
      b434_s: "撇渣器",
      b435_s: " ",
      b436_s: "安装位置",
      b437_s: "进水管",
      b438_s: "进水渠",
      b439_s: "进水渠",
      b440_s: "进水渠",
      b441_s: "沉淀池池壁",
      b442_s: "污泥排放泵出口",
      b443_s: "污泥回流泵出口",
      b444_s: "污泥回流泵出口管路",
      b6_e: "备注",
      b7_e: " ",
      b8_e: " ",
      b9_e: " ",
      b10_e: " ",
      b11_e: " ",
      b12_e: "手册中混合时间10-30s，高密池经验取值为2min",
      b13_e:
        "取值范围15-20min，低温低浊水宜为20~30min。根据高密池设计经验取6-10min",
      b14_e: "手册中澄清时取值12~25m/h，高浊水可采用7.2~15m/h",
      b15_e: "污泥回流量应可调节，宜为设计水量的3%~5%",
      b16_e: " ",
      b17_e: " ",
      b18_e: " ",
      b19_e: " ",
      b20_e: " ",
      b21_e: " ",
      b22_e: " ",
      b23_e: " ",
      b24_e: " ",
      b25_e: " ",
      b26_e: " ",
      b27_e: " ",
      b28_e: " ",
      b29_e: " ",
      b30_e: " ",
      b31_e: " ",
      b32_e: " ",
      b33_e: " ",
      b34_e: "澄清水1个，污水及软化水2个",
      b35_e: "总混合时间为2min",
      b36_e: " ",
      b37_e: " ",
      b38_e: " ",
      b39_e: " ",
      b40_e: " ",
      b41_e: " ",
      b42_e: " ",
      b43_e: "前混的深宽比最好设定为1：1",
      b44_e: " ",
      b45_e: " ",
      b46_e: "大于连通管管径，考虑管道安装的宽度",
      b47_e:
        "根据平面布置情况，可取消该出水区，直接从混合池底部出水，对大型水处理系统，保留该区域。",
      b48_e: "淹没堰溢流水损0.05m",
      b49_e: " ",
      b50_e: " ",
      b51_e: "0.5～1.0m/s",
      b52_e: " ",
      b53_e: " ",
      b54_e: " ",
      b55_e: " ",
      b56_e: " ",
      b57_e: " ",
      b58_e: " ",
      b59_e: " ",
      b60_e: " ",
      b61_e: "竖直管取值需大于水平管径",
      b62_e: " ",
      b63_e: " ",
      b64_e: " ",
      b65_e: " ",
      b66_e: "澄清水6~10min；污水4~8min；软化4~8min。",
      b67_e: " ",
      b68_e: " ",
      b69_e: "根据处理量不同取值4~7m，该水深等于沉淀区的水深",
      b70_e: "超高需不小于≥0.2m",
      b71_e: " ",
      b72_e: " ",
      b73_e: "正方形",
      b74_e: " ",
      b75_e: " ",
      b76_e: "查看折板反应池",
      b77_e: " ",
      b78_e: " ",
      b79_e: " ",
      b80_e: "≤200m/h",
      b81_e: " ",
      b82_e: " ",
      b83_e: " ",
      b84_e: " ",
      b85_e: "≤入口流速",
      b86_e: " ",
      b87_e: "小于等于上升段宽并小于斜管上部水深",
      b88_e: "≤上升段流速，100m/h",
      b89_e: " ",
      b90_e: " ",
      b91_e: " ",
      b92_e: "有效系数η：一般在0.7~0.8之间。",
      b93_e: " ",
      b94_e: " ",
      b95_e: "≥1.5倍斜管面积",
      b96_e: " ",
      b97_e: " ",
      b98_e: "典型取值",
      b99_e: '"澄清水系统取50mm；',
      b100_e:
        "一般澄清水系统取750~1000mm；软化水系统和污水系统取1500mm。供水系统可取1000mm。",
      b101_e: " ",
      b102_e: "取整数倍或0.5倍率。",
      b103_e: "取整数倍或0.5倍率。",
      b104_e: " ",
      b105_e: " ",
      b106_e: " ",
      b107_e: " ",
      b108_e: "间距1.2-1.8m",
      b109_e: "斜管区宽度的一半",
      b110_e: "槽宽0.2~0.4m",
      b111_e: " ",
      b112_e: " ",
      b113_e: " ",
      b114_e: "槽内流速0.4-0.6m/s",
      b115_e: " ",
      b116_e: " ",
      b117_e: " ",
      b118_e: " ",
      b119_e: "间距250mm设1个",
      b120_e: " ",
      b121_e: "0.05-0.07",
      b122_e: " ",
      b123_e: " ",
      b124_e: "0.05-0.07",
      b125_e: " ",
      b126_e: " ",
      b127_e: " ",
      b128_e: "0.05-0.07",
      b129_e: " ",
      b130_e: " ",
      b131_e: " ",
      b132_e: " ",
      b133_e: " ",
      b134_e: " ",
      b135_e: " ",
      b136_e: " ",
      b137_e: " ",
      b138_e: "大于刮泥机中心轴连接法兰直径",
      b139_e: "大于套管直径150mm以上",
      b140_e: "壁厚200mm，根据土建定",
      b141_e: " ",
      b142_e: " ",
      b143_e: " ",
      b144_e: " ",
      b145_e: " ",
      b146_e: "机械排泥：4h",
      b147_e: " ",
      b148_e: " ",
      b149_e: " ",
      b150_e: " ",
      b151_e: " ",
      b152_e: " ",
      b153_e: " ",
      b154_e: " ",
      b155_e: " ",
      b156_e: "包括污泥斗高度",
      b157_e: " ",
      b158_e: " ",
      b159_e: " ",
      b160_e: "斜管承托梁顶-挡梁底≥0.5m",
      b161_e: "不宜小于1.2m",
      b162_e: "一般取0.5m",
      b163_e: "＞1m",
      b164_e: "一般为0.2~0.35m",
      b165_e: " ",
      b166_e: " ",
      b167_e: " ",
      b168_e: "0.3~0.5m",
      b169_e: "污水线速度1.2~4.2m/min，澄清及软化0.9~3.3m/min",
      b170_e: " ",
      b171_e: " ",
      b172_e: " ",
      b173_e: " ",
      b174_e: " ",
      b175_e: " ",
      b176_e: " ",
      b177_e: " ",
      b178_e: " ",
      b179_e: " ",
      b180_e: " ",
      b181_e: " ",
      b182_e: " ",
      b183_e: "PAC液体密度",
      b184_e: " ",
      b185_e: " ",
      b186_e: " ",
      b187_e: " ",
      b188_e: " ",
      b189_e: " ",
      b190_e: "取值：0.5～2mg/L",
      b191_e: " ",
      b192_e: " ",
      b193_e: " ",
      b194_e: "配置浓度可按0.2%来设计，在输送泵后设稀释装置，稀释倍数为9倍。",
      b195_e: " ",
      b196_e: " ",
      b197_e: " ",
      b198_e: " ",
      b199_e: " ",
      b200_e: " ",
      b201_e: " ",
      b202_e: " ",
      b203_e: " ",
      b204_e: "以1/2Ca2+计",
      b205_e: "以1/2Mg2+计",
      b206_e: "以1/2Ca2++1/2Mg2+计",
      b207_e: "以1/2Ca2++1/2Mg2+计",
      b208_e: "以H+计",
      b209_e: "公式3-1(仅投加石灰除暂硬)",
      b210_e: "公式3-2(仅投加石灰除暂硬)",
      b211_e: "公式3-14(投加石灰-纯碱除暂硬、永硬)",
      b212_e: "公式3-15(投加石灰-纯碱除暂硬、永硬)",
      b213_e: " ",
      b214_e: " ",
      b215_e: " ",
      b216_e: "联锁混凝剂计算",
      b217_e: "一般0.2～0.4mmol/L",
      b218_e: " ",
      b219_e: " ",
      b220_e: " ",
      b221_e: " ",
      b222_e: " ",
      b223_e: " ",
      b224_e: " ",
      b225_e: " ",
      b226_e: " ",
      b227_e: " ",
      b228_e: " ",
      b229_e: " ",
      b230_e: " ",
      b231_e: " ",
      b232_e: "一般1.0～1.4mmol/L",
      b233_e: " ",
      b234_e: " ",
      b235_e: " ",
      b236_e: " ",
      b237_e: " ",
      b238_e: " ",
      b239_e: " ",
      b240_e: " ",
      b241_e: " ",
      b242_e: " ",
      b243_e: " ",
      b244_e: " ",
      b245_e: " ",
      b246_e: " ",
      b247_e: " ",
      b248_e: " ",
      b249_e: " ",
      b250_e: " ",
      b251_e: " ",
      b252_e: " ",
      b253_e: " ",
      b254_e: " ",
      b255_e: " ",
      b256_e: " ",
      b257_e: " ",
      b258_e: " ",
      b259_e: " ",
      b260_e: " ",
      b261_e: " ",
      b262_e: "0.7~2.2",
      b263_e: " ",
      b264_e: " ",
      b265_e: "1.53",
      b266_e: " ",
      b267_e: " ",
      b268_e: " ",
      b269_e: " ",
      b270_e: "Ca(OH)2~2CaCO3",
      b271_e: " ",
      b272_e: " ",
      b273_e: " ",
      b274_e: "Na2CO3~CaCO3",
      b275_e: " ",
      b276_e: " ",
      b277_e: " ",
      b278_e: "软化污泥浓度可达100-120g/L；澄清水系统污泥浓度6~30g/L。",
      b279_e: " ",
      b280_e: " ",
      b281_e: " ",
      b282_e:
        "排泥泵最好与回流泵一致，可省一台备用泵。也可以单独设置，根据实际污泥量来选择。",
      b283_e: "<60，1小时内可排空",
      b284_e: " ",
      b285_e: " ",
      b286_e: " ",
      b287_e: "一般500～1000s-1",
      b288_e: " ",
      b289_e: "与温度相关",
      b290_e: " ",
      b291_e: "一般0.75",
      b292_e: "一般0.6-0.95",
      b293_e: "核对厂家功率值",
      b294_e: " ",
      b295_e: '"≤1.2～1.3为单层桨叶',
      b296_e: " ",
      b297_e: " ",
      b298_e: "1.0~5.0 (浆式）",
      b299_e: " ",
      b300_e: " ",
      b301_e: "絮凝搅拌机功率的计算需按提升式搅拌机的设计来计算",
      b302_e: " ",
      b303_e: "按每方水需要3~5W的吸收功率来计算",
      b304_e: "需厂家确认",
      b305_e: "0.4~3m/s (上提式）",
      b306_e: "0.4~3m/s (上提式）",
      b307_e: "依据按最大线速度来计算叶轮直径",
      b308_e: " ",
      b309_e: " ",
      b310_e: " ",
      b311_e: "轴长应加上液面上距离",
      b312_e: " ",
      b313_e: " ",
      b314_e: " ",
      b315_e: "直径需小于0.5倍絮凝区边长",
      b316_e: "0.5~1.0m/s",
      b317_e: " ",
      b318_e: " ",
      b319_e: " ",
      b320_e: " ",
      b321_e: " ",
      b322_e: " ",
      b323_e: " ",
      b324_e: " ",
      b325_e: " ",
      b326_e: " ",
      b327_e: " ",
      b328_e: ">1.0m/s",
      b329_e: " ",
      b330_e: " ",
      b331_e: " ",
      b332_e: "约为导流筒直径的70%",
      b333_e: " ",
      b334_e: " ",
      b335_e: " ",
      b336_e: " ",
      b337_e: " ",
      b338_e: " ",
      b339_e: " ",
      b340_e: "CH—哈森威廉系数，污泥浓度1.5%  K—修正系数取1.3",
      b341_e: "hi(m)",
      b342_e: "0.178 ",
      b343_e: "1.708 ",
      b344_e: "1.8861 ",
      b345_e: " ",
      b346_e: "hj(m)",
      b347_e: " ",
      b348_e: "0.032 ",
      b349_e: "0.126 ",
      b350_e: "0.040 ",
      b351_e: "0.003 ",
      b352_e: "0.003 ",
      b353_e: "0.013 ",
      b354_e: "0.007 ",
      b355_e: "0.003 ",
      b356_e: "0.032 ",
      b357_e: " ",
      b358_e: "0.160 ",
      b359_e: "0.027 ",
      b360_e: "0.034 ",
      b361_e: "1.037 ",
      b362_e: "0.032 ",
      b363_e: " ",
      b364_e: "0.016 ",
      b365_e: "0.638 ",
      b366_e: "0.160 ",
      b367_e: "2.360 ",
      b368_e: "5.520 ",
      b369_e: " ",
      b370_e: "0.8",
      b371_e: "2",
      b372_e: "8.320 ",
      b373_e: "0.20 ",
      b374_e: "4.00 ",
      b375_e: " ",
      b376_e: " ",
      b377_e: " ",
      b378_e: "与回流泵共用",
      b379_e: "与回流泵相同流量",
      b380_e: " ",
      b381_e: "CH—哈森威廉系数，污泥浓度1.5%  K—修正系数取1.03",
      b382_e: "hi(m)",
      b383_e: "0.178 ",
      b384_e: "2.562 ",
      b385_e: "2.7402 ",
      b386_e: " ",
      b387_e: "hj(m)",
      b388_e: " ",
      b389_e: "0.032 ",
      b390_e: "0.126 ",
      b391_e: "0.040 ",
      b392_e: "0.003 ",
      b393_e: "0.006 ",
      b394_e: "0.007 ",
      b395_e: "0.003 ",
      b396_e: "0.032 ",
      b397_e: " ",
      b398_e: "0.160 ",
      b399_e: "0.027 ",
      b400_e: "0.034 ",
      b401_e: "0.205 ",
      b402_e: "0.032 ",
      b403_e: "0.016 ",
      b404_e: "0.678 ",
      b405_e: "1.399 ",
      b406_e: "5.381 ",
      b407_e: " ",
      b408_e: "-2.50 ",
      b409_e: "2",
      b410_e: "4.881 ",
      b411_e: "0.20 ",
      b412_e: "4.00 ",
      b413_e: " ",
      b414_e: " ",
      b415_e: "结构形式",
      b416_e: "钢砼",
      b417_e: "钢砼",
      b418_e: "钢砼",
      b419_e: " ",
      b420_e: "备注",
      b421_e: "配冷却风扇",
      b422_e: "含碳钢防腐支撑",
      b423_e: " ",
      b424_e: " ",
      b425_e: " ",
      b426_e: " ",
      b427_e: "含导流筒支撑板",
      b428_e: " ",
      b429_e: " ",
      b430_e: "桨叶形式：单层",
      b431_e: "桨叶形式：单层，变频，",
      b432_e: " ",
      b433_e: "4用4备",
      b434_e: "带撇渣管及手动控制器",
      b435_e: " ",
      b436_e: "备注",
      b437_e: "根据进水方式确定流量计的型式",
      b438_e: " ",
      b439_e: " ",
      b440_e: " ",
      b441_e: " ",
      b442_e: " ",
      b443_e: " ",
      b444_e: " ",
      b2_c: "日期：",
      b3_c: " ",
      b4_c: " ",
      b5_c: " ",
      b6_c: "参考书籍或规范",
      b7_c: " ",
      b8_c: " ",
      b9_c: " ",
      b10_c: " ",
      b11_c: " ",
      b12_c: "《给排水设计手册》第3册(第三版)城镇给水P504",
      b13_c: "室外给水设计标准（GB50013-2018）P49",
      b14_c: "室外给水设计标准（GB50013-2018）P52",
      b15_c: "室外给水设计标准（GB50013-2018）P52",
      b16_c: " ",
      b17_c: " ",
      b18_c: " ",
      b19_c: " ",
      b20_c: " ",
      b21_c: " ",
      b22_c: " ",
      b23_c: " ",
      b24_c: " ",
      b25_c: " ",
      b26_c: " ",
      b27_c: " ",
      b28_c: " ",
      b29_c: " ",
      b30_c: " ",
      b31_c: " ",
      b32_c: " ",
      b33_c: " ",
      b34_c: " ",
      b35_c: " ",
      b36_c: " ",
      b37_c: " ",
      b38_c: " ",
      b39_c: " ",
      b40_c: " ",
      b41_c: " ",
      b42_c: "正方形",
      b43_c: " ",
      b44_c: " ",
      b45_c: " ",
      b46_c: " ",
      b47_c: " ",
      b48_c: " ",
      b49_c: " ",
      b50_c: " ",
      b51_c: " ",
      b52_c: "给水排水设计手册第一册p668",
      b53_c: " ",
      b54_c: "l/d<4",
      b55_c: " ",
      b56_c: " ",
      b57_c: " ",
      b58_c: " ",
      b59_c: "hi(m)",
      b60_c: "0.008 ",
      b61_c: "0.001 ",
      b62_c: "0.009 ",
      b63_c: " ",
      b64_c: " ",
      b65_c: " ",
      b66_c: " ",
      b67_c: " ",
      b68_c: " ",
      b69_c: " ",
      b70_c: " ",
      b71_c: " ",
      b72_c: " ",
      b73_c: " ",
      b74_c: " ",
      b75_c: " ",
      b76_c: " ",
      b77_c: " ",
      b78_c: " ",
      b79_c: " ",
      b80_c: "一般0.028m/s，＜0.056m/s",
      b81_c: " ",
      b82_c: " ",
      b83_c: " ",
      b84_c: " ",
      b85_c: " ",
      b86_c: " ",
      b87_c: " ",
      b88_c: "≤0.027m/s",
      b89_c: " ",
      b90_c: " ",
      b91_c: " ",
      b92_c: "《给排水设计手册》第3册(第三版).城镇给水P531",
      b93_c: " ",
      b94_c: " ",
      b95_c: " ",
      b96_c: " ",
      b97_c: " ",
      b98_c: " ",
      b99_c: " ",
      b100_c: " ",
      b101_c: " ",
      b102_c: " ",
      b103_c: " ",
      b104_c: " ",
      b105_c: " ",
      b106_c: " ",
      b107_c: " ",
      b108_c: "注册《给水工程(2020版)》P198",
      b109_c: " ",
      b110_c: "注册《给水工程(2020版)》P198",
      b111_c: " ",
      b112_c: " ",
      b113_c: " ",
      b114_c: "《给排水设计手册》第3册(第三版).城镇给水P559",
      b115_c: " ",
      b116_c: " ",
      b117_c: " ",
      b118_c: " ",
      b119_c: " ",
      b120_c: " ",
      b121_c: " ",
      b122_c: " ",
      b123_c: " ",
      b124_c: " ",
      b125_c: " ",
      b126_c: "给水排水设计手册第一册p682，也可查表",
      b127_c: " ",
      b128_c: " ",
      b129_c: " ",
      b130_c: " ",
      b131_c: " ",
      b132_c: " ",
      b133_c: " ",
      b134_c: " ",
      b135_c: " ",
      b136_c: " ",
      b137_c: " ",
      b138_c: "由厂家根据刮泥面积选型后确定",
      b139_c: "考虑刮泥机套管直径",
      b140_c: " ",
      b141_c: " ",
      b142_c: " ",
      b143_c: " ",
      b144_c: " ",
      b145_c: " ",
      b146_c: "室外排水设计标准（GB50014-2021）7.5.5",
      b147_c: " ",
      b148_c: " ",
      b149_c: " ",
      b150_c: " ",
      b151_c: " ",
      b152_c: " ",
      b153_c: " ",
      b154_c: " ",
      b155_c: " ",
      b156_c: " ",
      b157_c: " ",
      b158_c: " ",
      b159_c: " ",
      b160_c: " ",
      b161_c: "室外给水设计标准（GB50013-2018）9.4.22",
      b162_c: " ",
      b163_c: " ",
      b164_c: " ",
      b165_c: " ",
      b166_c: " ",
      b167_c: " ",
      b168_c: " ",
      b169_c: "由厂家根据刮泥面积选型后确定",
      b170_c: " ",
      b171_c: " ",
      b172_c: " ",
      b173_c: " ",
      b174_c: " ",
      b175_c: " ",
      b176_c: " ",
      b177_c: " ",
      b178_c: " ",
      b179_c: " ",
      b180_c: " ",
      b181_c: " ",
      b182_c: " ",
      b183_c: " ",
      b184_c: " ",
      b185_c: " ",
      b186_c: " ",
      b187_c: " ",
      b188_c: " ",
      b189_c: " ",
      b190_c: " ",
      b191_c: " ",
      b192_c: " ",
      b193_c: " ",
      b194_c: " ",
      b195_c: " ",
      b196_c: " ",
      b197_c: " ",
      b198_c: " ",
      b199_c: " ",
      b200_c: " ",
      b201_c: " ",
      b202_c: " ",
      b203_c: " ",
      b204_c: " ",
      b205_c: " ",
      b206_c: " ",
      b207_c: " ",
      b208_c: " ",
      b209_c: "给水排水设计手册第四册p45",
      b210_c: "给水排水设计手册第四册p45",
      b211_c: "给水排水设计手册第四册p55",
      b212_c: "给水排水设计手册第四册p55",
      b213_c: " ",
      b214_c: " ",
      b215_c: " ",
      b216_c: " ",
      b217_c: "给水排水设计手册第四册p45",
      b218_c: "见公式b",
      b219_c: " ",
      b220_c: " ",
      b221_c: " ",
      b222_c: " ",
      b223_c: " ",
      b224_c: " ",
      b225_c: " ",
      b226_c: " ",
      b227_c: " ",
      b228_c: " ",
      b229_c: " ",
      b230_c: " ",
      b231_c: " ",
      b232_c: "给水排水设计手册第四册p55",
      b233_c: " ",
      b234_c: " ",
      b235_c: " ",
      b236_c: " ",
      b237_c: " ",
      b238_c: " ",
      b239_c: " ",
      b240_c: " ",
      b241_c: " ",
      b242_c: " ",
      b243_c: " ",
      b244_c: " ",
      b245_c: " ",
      b246_c: " ",
      b247_c: " ",
      b248_c: " ",
      b249_c: " ",
      b250_c: " ",
      b251_c: " ",
      b252_c: " ",
      b253_c: " ",
      b254_c: " ",
      b255_c: " ",
      b256_c: " ",
      b257_c: " ",
      b258_c: " ",
      b259_c: " ",
      b260_c: " ",
      b261_c: " ",
      b262_c: "《给排水设计手册》第3册(第三版).城镇给水P794",
      b263_c: " ",
      b264_c: " ",
      b265_c: "《给排水设计手册》第3册(第三版).城镇给水P794",
      b266_c: " ",
      b267_c: " ",
      b268_c: " ",
      b269_c: " ",
      b270_c: " ",
      b271_c: " ",
      b272_c: " ",
      b273_c: " ",
      b274_c: " ",
      b275_c: " ",
      b276_c: " ",
      b277_c: " ",
      b278_c: " ",
      b279_c: " ",
      b280_c: " ",
      b281_c: " ",
      b282_c: " ",
      b283_c: " ",
      b284_c: " ",
      b285_c: " ",
      b286_c: " ",
      b287_c: "《给排水设计手册》第3册(第三版).城镇给水P502",
      b288_c: " ",
      b289_c: " ",
      b290_c: "《给排水设计手册》第3册(第三版).城镇给水P504",
      b291_c: "《给排水设计手册》第3册(第三版).城镇给水P520",
      b292_c: "《给排水设计手册》第3册(第三版).城镇给水P520",
      b293_c: " ",
      b294_c: "《给排水设计手册》第3册(第三版).城镇给水P504",
      b295_c: "《给排水设计手册》第3册(第三版).城镇给水P503",
      b296_c: " ",
      b297_c: "《给排水设计手册》第3册(第三版).城镇给水P503",
      b298_c: "《给排水设计手册》第3册(第三版).城镇给水P502",
      b299_c: " ",
      b300_c: "《给排水设计手册》第3册(第三版).城镇给水P503",
      b301_c: "上提式搅拌机",
      b302_c: " ",
      b303_c: " ",
      b304_c: " ",
      b305_c: " ",
      b306_c: " ",
      b307_c: " ",
      b308_c: " ",
      b309_c: " ",
      b310_c: " ",
      b311_c: " ",
      b312_c: " ",
      b313_c: " ",
      b314_c: " ",
      b315_c: " ",
      b316_c: " ",
      b317_c: " ",
      b318_c: " ",
      b319_c: " ",
      b320_c: " ",
      b321_c: " ",
      b322_c: " ",
      b323_c: " ",
      b324_c: " ",
      b325_c: " ",
      b326_c: " ",
      b327_c: " ",
      b328_c: " ",
      b329_c: " ",
      b330_c: "21对",
      b331_c: " ",
      b332_c: " ",
      b333_c: " ",
      b334_c: " ",
      b335_c: " ",
      b336_c: " ",
      b337_c: " ",
      b338_c: " ",
      b339_c: " ",
      b340_c: "给水排水设计手册第一册p924《排水工程》p336",
      b341_c: "CH",
      b342_c: "81 ",
      b343_c: "81 ",
      b344_c: "Σhi=",
      b345_c: " ",
      b346_c: "ζ（局部阻力系数）",
      b347_c: " ",
      b348_c: "1",
      b349_c: "0.8",
      b350_c: "1.27",
      b351_c: "0.1",
      b352_c: "0.1",
      b353_c: "0.2",
      b354_c: "0.21",
      b355_c: "0.08",
      b356_c: "1",
      b357_c: " ",
      b358_c: "1",
      b359_c: "0.17",
      b360_c: "0.21",
      b361_c: "6.5",
      b362_c: "0.2",
      b363_c: " ",
      b364_c: "0.1",
      b365_c: "0.8",
      b366_c: "1",
      b367_c: "Σhj=",
      b368_c: "Σh=",
      b369_c: " ",
      b370_c: "H1=",
      b371_c: "H2=",
      b372_c: "H=",
      b373_c: "MPa",
      b374_c: "kW",
      b375_c: " ",
      b376_c: " ",
      b377_c: " ",
      b378_c: " ",
      b379_c: " ",
      b380_c: " ",
      b381_c: "给水排水设计手册第一册p924      ",
      b382_c: "CH",
      b383_c: "81.00 ",
      b384_c: "81.00 ",
      b385_c: "Σhi=",
      b386_c: " ",
      b387_c: "ζ（局部阻力系数）",
      b388_c: " ",
      b389_c: "1",
      b390_c: "0.8",
      b391_c: "1.27",
      b392_c: "0.1",
      b393_c: "0.1",
      b394_c: "0.21",
      b395_c: "0.08",
      b396_c: "1",
      b397_c: " ",
      b398_c: "1",
      b399_c: "0.17",
      b400_c: "0.21",
      b401_c: "6.5",
      b402_c: "0.2",
      b403_c: "0.1",
      b404_c: "0.85",
      b405_c: "Σhj=",
      b406_c: "Σh=",
      b407_c: " ",
      b408_c: "H1=",
      b409_c: "H2=",
      b410_c: "H=",
      b411_c: "MPa",
      b412_c: "kW",
      b413_c: " ",
      b414_c: " ",
      b415_c: "数量",
      b416_c: "4",
      b417_c: "4",
      b418_c: "4",
      b419_c: " ",
      b420_c: "数量",
      b421_c: "4",
      b422_c: "484",
      b423_c: "56",
      b424_c: "4.00 ",
      b425_c: "4.00 ",
      b426_c: "4.00 ",
      b427_c: "4.00 ",
      b428_c: "4.00 ",
      b429_c: "4.00 ",
      b430_c: "4.00 ",
      b431_c: "4",
      b432_c: "4",
      b433_c: "8",
      b434_c: "8",
      b435_c: " ",
      b436_c: "数量",
      b437_c: "1",
      b438_c: "1",
      b439_c: "1",
      b440_c: "1",
      b441_c: "4",
      b442_c: "4",
      b443_c: "8",
      b444_c: "4.00 ",
    },
    HK: {
      baseQueryParam: "设计输入条件",
      processDesignCompute: "工艺设计计算",
      referenceInformation: "参考信息",
      referenceImage: "参考图片",
      b3_1: "设计水量",
      b3_1_u: "m3/d",
      b3_2: "设计水量",
      b3_2_u: "m3/h",
      b3_3: "设计水量",
      b3_3_u: "m3/s",
      b4: "滤速",
      b4_u: "m/h",
      b5: "过滤周期",
      b5_u: "h",
      b6_1: "冲洗总历时",
      b6_1_u: "min",
      b6_2: "冲洗总历时",
      b6_2_u: "h",
    },
    US: {
      baseQueryParam: "设计输入条件",
      processDesignCompute: "工艺设计计算",
      referenceInformation: "参考信息",
      referenceImage: "参考图片",
      b3_1: "设计水量",
      b3_1_u: "m3/d",
      b3_2: "设计水量",
      b3_2_u: "m3/h",
      b3_3: "设计水量",
      b3_3_u: "m3/s",
      b4: "滤速",
      b4_u: "m/h",
      b5: "过滤周期",
      b5_u: "h",
      b6_1: "冲洗总历时",
      b6_1_u: "min",
      b6_2: "冲洗总历时",
      b6_2_u: "h",
    },
  },
};
